Tap Camp DWG Block for AutoCAD

INSTALLATION OF TANK WITH TAP 10000LT. FOR CAMP

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

npt, level, hydroelectric plant, ladder, metal, dam, push button, emergency, dispatch, filling, spout, fenders, projection, marquee, tank area, island, ventilation, metal support, manual measurement, tank, cancamo , manhole, base affirmed, bags, with sand, diesel, without elements, punch-cutter, tank shoe, drainage, material type affirmed, granular material, accommodated and insterticios, stuffed with sand., box, trap, grease , plant, date, scale:, indicated, date :, sheet :, rev :, verif., elab., rev., approved :, design :, verified :, elaborated :, seen :, description, aprob., patio maneuvers, tap, plant – view

Raw text data extracted from CAD file:

TP WV H Y D O S W S D GV W D Y H D ±0.00 N.P.T. N.P.T. ±0.00 NIVEL ±0.00 \A1;3.50 \A1;0.15 \A1;11.05 \A1;0.50 \A1;.50 \A1;0.30 \A1;2.00 \A1;0.50 \A1;0.30 \A1;0.50 \A1;1.27 \A1;4.99 \A1;5.09 \A1;1.14 \A1;0.15 \A1;1.50 \A1;0.76 \A1;0.50 \A1;0.15 \A1;0.76 \A1;1.50 \A1;1.09 \A1;0.10 \A1;0.10 \A1;1.50 \A1;2.55 \A1;0.50 \A1;0.50 \A1;0.30 \A1;0.50 \A1;0.50 \A1;0.30 \A1;0.50 \A1;1.50 \A1;7.55 \A1;2.00 \A1;0.50 \A1;0.30 \A1;0.50 \A1;7.35 \A1;1.50 \A1;13.65 \A1;1.00 \A1;0.50 \A1;1.32 \A1;1.72 \A1;0.78 \A1;1.05 \A1;.78 \A1;1.32 \A1;1.32 \A1;0.20 \A1;0.23 \A1;2.55 CENTRAL HIDROELECTRICA \A1;.60 \A1;2.80 0.5999999670311809 2.801102861762047 ESCALERA METALICA NOTA (2) -0.07 \A1;.60 \A1;2.94 \A1;1.50 \A1;1.30 \A1;1.30 \A1;0.45 \A1;0.45 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.60 N \A1;0.60 \A1;4.35 \A1;0.60 \A1;2.08 \A1;2.47 \A1;2.62 \A1;2.47 \A1;1.41 \A1;0.83 \A1;0.83 \A1;0.83 \A1;0.83 \A1;1.76 \A1;1.76 DIQUE H=.60m PENDIENTE 1% TK-01 10,000 GL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PULSADOR DE EMERGENCIA DIQUE H=.60m DIQUE H=.60m DESPACHO 3″ LLENADO 3″ 5 5 DESPACHO 5 SURTIDOR PENDIENTE 1% DEFENSAS ø6″ 5 5 PROYECCION DE MARQUESINA -0.15 ±0.00 +0.20 5 -0.08 PENDIENTE 1% PENDIENTE 1% AREA DE TANQUE DESPACHO ISLA DE ±0.00 d3″ VENTILACION SOPORTE METALICO MEDICION MANUAL Ø4″ CON BRIDA DESCARGA d3″ DE TANQUE CANCAMO MANHOLE d24″ Base afirmada CANCAMO SOPORTE METALICO DE TANQUE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BOLSAS .78 5 5 CON ARENA 5 TK-01 10,000 GL DIESEL 5 5 sin elementos punzo-cortantes 5 5 Base afirmada sin elementos punzo-cortantes VISTA 1-1 ESCALA 1:75 5 5 -0.09 5 5 ZAPATA DE TANQUE ZAPATA DE TANQUE DRENAJE 5 5 5 N.P.T. ±0.00 Material tipo afirmado compactado al 100% en capas (e=10cm) compactado al 90% en capas (e=10cm) Material granular \U+22056″ a \U+22058″ acomodado y los insterticios rellenado con arena. Roca \U+22050.50-0.60 CAJA DE DRENAJE 5 5 5 5 ESCALERA METALICA DEFENSAS ø6″ 5 ZAPATA 2 ZAPATA 1 1 1 TRAMPA DE GRASA 5 5 5 5 5 5 PLANTA ESCALA 1:75 2 2 5 5 3 3 4 4 5 5 5 5 5 5 5 5 5 5 0.83 0.83 N: 8951968.03 E: 395660.96 N: 8951969.35 E: 395667.53 N: 8951981.46 E: 395665.10 N: 8951980.14 E: 395658.54 5 5 FECHA ESCALA: INDICADA FECHA: HOJA: REV: VERIF. ELAB. REV. APROBADO: FECHA: DISEÑO: VERIFICADO: No. DOCUMENTO/DISEÑO ORIGEN: ELABORADO: VISTO: DISEÑO: DESCRIPCIÓN APROB. PATIO DE MANIOBRAS GRIFO _ No. DOCUMENTO/DISEÑO: PLANTA – VISTA ESC. 1:1000 – A3